1. Architect (K.U.) ADAM GUMOWSKI V p A c i e w Engineer (S.U.) JASON STONE C.M. (S.U.) BOB FARMAN Winter Quarter Presentation 03.15.2002 acific P niversity U

2. A rchitect Adam Gumowski C onstruction Mngr. Bob Farman E ngineer Jason Stone O wner Joel Villamil

3. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A Site Location E C Presidio National Park Of San Francisco

4. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A Site Evaluation E C Surrounding Architecture Historical Context The Bay as a gateway Sustainable Design Soil Characteristics Foundation Studies Water Table Concerns Dewatering Methods Water Protection Sustainable Materials Site Accessibility

5. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A E C by D esign S ustainability Arch. Design #1

6. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A E C NS Section through West Wing by D esign S ustainability “green architecture” based on the functionality and awareness to efficiency and sustainability air circulation and natural ventilation natural lighting and light modulation throughout the building natural humidification from the water EW Section Through South WingRoof Plan

7. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A E C Basement Floor PlanGround Floor Plan Floor Plans Auditorium Chair’s Office Computer Room Faculty Lounge Faculty Offices Instructional Labs Lg Classrooms Mech. Room Restrooms Secretaries Seminar Rooms Senior Admin. Sm.Classrooms Storage/Utility Student Offices Tech. Support

8. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Floor Plans 2 nd Floor Plan A E C 3rd Floor Plan Auditorium Chair’s Office Computer Room Faculty Lounge Faculty Offices Instructional Labs Lg Classrooms Mech. Room Restrooms Secretaries Seminar Rooms Senior Admin. Sm.Classrooms Storage/Utility Student Offices Tech. Support

9. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A E C Design Development

10. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A E C Design Development

11. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Structural Design Parameters Seismic Zone 4, 10 km from San Andreas Soil Qb = 40 ft. of sand, Soil Type S E Flood Resistance and Green Building Considerations Dead loads: –Slab, partitions, beams, columns, shear core, roofing system, cladding Live loads per UBC 97 A E C

12. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Structural Solution #1 – Dual System SMRF beams: 14x16” SMRF columns: 14”x14” Gravity columns: 12”x12” Second Floor Third Floor Roof 12” Shear Walls 8” Flat Slab First Floor Base Shear = 268k Overturning moment = 4700 k*ft A E C

13. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Architechural Overlay #1 Second Floor Third Floor Basement Ground Floor A E C

14. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Structural Solution #2 – Dual System SMRF beams: W18x35 SMRF columns: W12x120 Gravity columns: W12x65 Second Floor Third Floor Roof Gravity Beams: W10x33 12” Shear Walls Concentrically braced frame: HS 12x12x5/8 5.25” Composite Lightweight Concrete Slab First Floor A E C

15. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Architectural Overlay#2 Second Floor Third Floor Ground Floor First Floor A E C

16. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Load Path - Lateral Loads A E C

17. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Load Path - Skyways A E C

18. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Load Path - Skyways Steel solution with 5.25” lightweight slab on beam Concrete solution with 7” slab and 12” x 12” beam A E C

19. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Load Path - Gravity W30x235 A E C

20. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Load Path - Roof Shear keys and chord member create a monolithic behavior of the precast roof panels instead of individual behavior Chord member Shear Keys Connection to Beams with anchor bolts A E C

21. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Steel Connections Steel Beam-Shearwall Connection Moment Connection Steel Bracing Connection Girder-Column Connection PL1/4 - 9in Shop weld A E C

22. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Foundation – Site Characteristics Soil underneath structure is 40 ft. of sand Assumed soil properties: -F’ = 30 o, c’ = 0, g = 125 pcf Bearing Capacity = 4500 psf 8 x 8 ft 2 spread footings, strip footings Mat Foundation – estimated 18” depth and 24” under columns First FloorBasement A E C

23. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Foundation Connections A E C

24. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Site Layout A E C

25. Concept 1 Schedule Precast Concrete Option Structural Steel Option windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A E C

26. Concept 1 Budget windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A E C

27. A E C an A xis D efining Arch. Design #2

28. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A E C an A xis D efining

29. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A E C Design Process

30. Massing windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A E C Ocean View View from Tidal Marsh

31. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Floor Plans Ground Floor Plan A E C Auditorium Chair’s Office Computer Room Faculty Lounge Faculty Offices Instructional Labs Lg Classrooms Mech. Room Restrooms Secretaries Seminar Rooms Senior Admin. Sm.Classrooms Storage/Utility Student Offices Tech. Support

32. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Floor Plans 2 nd Floor Plan A E C 3rd Floor Plan Auditorium Chair’s Office Computer Room Faculty Lounge Faculty Offices Instructional Labs Lg Classrooms Mech. Room Restrooms Secretaries Seminar Rooms Senior Admin. Sm.Classrooms Storage/Utility Student Offices Tech. Support

33. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression 3D Floor Plans 2 nd Floor Plan A E C Ground Floor Plan 3rd Floor Plan

34. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Structural Solution #1 SMRF beams: 16”x18” SMRF columns: 16”x16” Gravity columns: 12”x12” Gravity Beams: 12”x18” Second Floor Third Floor Roof 8” Flat Slab Note: Due to seismic conditions, this design might require capitals or beams. First Floor Base Shear = 4000k Overturning Moment = 10000 kft A E C

35. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Architechural Overlay #1 Second Floor Third Floor First Floor A E C

36. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Structural Solution #2 SMRF beams: W18x36 SMRF columns: W14x120 Gravity columns: W12x72 Second Floor Third Floor Roof Gravity Beams: W10x19 Gravity Girders: W12x40 5.25” Composite Lightweight Concrete Slab First Floor A E C

37. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Structural Solution #2 Second Floor Third Floor First Floor A E C

38. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Load Path - Lateral Loads A E C

39. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A E C Steel Connections Coped Connection Moment Connection Angled Beam Connection Girder-Column Connection

40. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A E C Foundation – Site Characteristics 8 x 8 ft 2 spread footings, 24” deep Mat Foundation – estimated 18” depth and 24” under columns

41. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A E C Concept 2 Schedule Precast Concrete Option Structural Steel Option

42. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression A E C Concept 2 Budget

43. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression Decision Matrix E C Many pleasing aesthetic elementsMany pleasing aesthetic elements Exposed steel and connections to be aesthetically designedExposed steel and connections to be aesthetically designed Steel will react w/ salt water over timeSteel will react w/ salt water over time Sustainability and usage of ventilation are strongSustainability and usage of ventilation are strong Use of glass curtain wallsUse of glass curtain walls Limited advancement for designLimited advancement for design Many options in looking to sustainable materialsMany options in looking to sustainable materials Increased area of ocean-view windowsIncreased area of ocean-view windows Interesting non- uniform connectionsInteresting non- uniform connections Unique and interesting spaces. Excellent axis consideration.Unique and interesting spaces. Excellent axis consideration. Non-celebrated connectionsNon-celebrated connections Flexible structural systemFlexible structural system Symmetrical solutionSymmetrical solution Good possibilities for spring quarterGood possibilities for spring quarter Flexible structural systemFlexible structural system Symmetrical solutionSymmetrical solution Will probably need a height variance to accommodate MEPWill probably need a height variance to accommodate MEP ChallengingChallenging Structural system inflexibleStructural system inflexible Very little repetition so design will be expensive and consumingVery little repetition so design will be expensive and consuming ChallengingChallenging Structural system inflexibleStructural system inflexible Very little repetition so design will be expensive and consumingVery little repetition so design will be expensive and consuming Short Duration ScheduleShort Duration Schedule Cheapest Structural SystemCheapest Structural System Difficult and Expensive Foundation CosntructionDifficult and Expensive Foundation Cosntruction Easy Erection SequenceEasy Erection Sequence Need for fireproofing of steel.Need for fireproofing of steel. Highest Cost/SFHighest Cost/SF Shortest Construction Schedule (187 days)Shortest Construction Schedule (187 days) Simple Foundation ConstructionSimple Foundation Construction Complicated Structural System ConstructionComplicated Structural System Construction Simple Foundation ConstructionSimple Foundation Construction Most Expensive Structural SystemMost Expensive Structural System Complicated ConstructionComplicated Construction A SteelConcreteSteelConcrete

44. windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegr ationcirculationexpression AEC Interaction Discussion E C A

45. Architect (K.U.) ADAM GUMOWSKI V p A c i e w Engineer (S.U.) JASON STONE C.M. (S.U.) BOB FARMAN Winter Quarter Presentation 03.15.2002 acific P niversity U QUESTIONS?